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Building Plans for City of Tigard Building Permit Application
Customer: The Fountains at Summerfield condominiums HOA
15685 SW 116th Ave., #105
Tigard, OR 97224
Contact- Paul Brock, 858-212-9105, pbrock987(c@gmail.com
Contractor: Jon Erickson, 503-730-9220
jon.eveniobs@gmail.com CCB 162397
Scope of Work Repair Decks QFFICE'COPY
• Replace perimeter joists with PT • CITY Op TIGARD,,
• Repair joist and soffit dry rot FOR CODE COMPLIANCE
• Replace 42" guardrail and infill to comply with Approved; j
IBC multi-family code
OTC: t I
Permit gi tie anal —n 0/9
Address: ) ccc-o,c -Tv. I I LI 7-4
Suite#:
By: Date: I-c14,- 0 )
File Name: Fountains Deck Permit Plans REVISED.pptx
VALIDITY OF PERMIT
THE ISSUANCE OF A PERMIT
BASED ON CONSTRUCTION
DOCUMENTS AND OTHER
DATA SHALL NOT PREVENT
THE CODE OFFICIAL FROM
3/19/20 REQUIRING THE CORRECTION Fountains at Summerfield - Deck Building Plans 1
OF ERRORS. OSSC los.4
Typical Deck Construction and Size — 102 SF
114.5"
Wick Col.
1514115 Imbedded 6x6 PT
Lj n n — 4x4 PT Posts
A2 x 8 PT blocking between
joists attached with
Three 16D 3-1/2"n HDG
>< >< Ref: 2014 Oregon Structural
43" 15" 56.5" Specialty Code—Table
2304.9.1-29
Blocking supports Simpson
Rim joist attached to C 2"x8"Joists 16" OC Tension Ties DTT2Z. Two
lateral joists with / DTT2Z brackets required for
Three 16D 3-1/2"n HDG posts in this position. See
Beam 6"x10" Simpson Wood Connection
Ref: 2014 Oregon Connectors 2018-18 Deck
Structural Specialty ^ Tension Ties—page 337
Code—Table o;
N
2304.9.1-29
House— Brick exterior
43"
Scale— 12"/increment
V
J L
3/19/20 Fountains at Summerfield - Deck Building Plans 2
•
Water Penetration Remediation — Cross Section
Posts—4x4 PT Flashing 2" x 3"
Resurfacing material
3/4" exterior plywood decking
0
it
co
x
N
Hardi-plank Fascia 9.25" x .25". Applied with exterior
adhesive and secured with post bolts. Wicking protection for soffit
provided by 3/4" extension. Pre-paint before adding flashing
/:" plywood soffit
ky7.
Scale— 1" increment
3/19/20 Fountains at Summerfield - Deck Building Plans 3
•
Guard Rail Post — Simpson Tension Ties
Posts—4x4 PT
Simpson DDT2Z
\\ Attach lateral joist with
8 SDS 1.5" screws
1/2" x 6" Machine Bolt
-.., DTT2Z supports 1800 lb.
HDG with nuts and tension load. Meets IBC
washers Code for multi-family deck
00 .o guardrails.
x
N E Refer to attached Simpson
catalog- Deck Tension Ties
Lateral Joist page 337
Vt—\\ \ Also refer to Simpson code-
y compliant Guardrail Post
Connection bulletin
T-C-GRDRLPST17
Scale— 1" increment
3/19/20 Fountains at Summerfield - Deck Building Plans 4
Typical Guardrail and Infill Section — 50" max. between posts
Simpson Strong Drive
1 Wide Screw SDWS 4", '
A
2 3/8" TL. Two per j
Ii I Railing I 2 x 4 TKC I \.
Cap Rail—Trex � etd7t ,_. .end, three in mid span
1" x 5.5„
attached to
Railing with
exterior
adhesive.
•
in
^. Railing Support �/
71111rlrll
✓ ! 2x4TKC . a /
o Attached to
o a
r`i Railing and Installation of
Posts with x balasters and rails
adhesive and per mfg installation
Simpson instructions.
Strong Drive
Wide Screw
SDWS 4",
2 3/8" TL. Railing 2 x 4 TKC Railing Infill -
DecKorator aluminum
V _ 2.75" space balaster%" x 32".
• 9 Spacing 3.75"
DecKorator
Scale 1" increments CodeCompliance
Research Report
litiiiiiirlii
CCRR-0161
3/19/20 Fountains at Summerfield - Deck Building Plans 5 of 5